Pineview RDK PERMIT BLDG 1 FEB 6, 2020Feb 06, 2020 · RDK Architects. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other

R D KA R C H I T E C T S

825 BEACON ST SUITE #10NEWTON CENTRE, MA 02459

PHONE: [email protected]

www.rdkarchitects.com

1/4" = 1'-0"

BUILDER / OWNER IS RESPONSIBLE FOR MAKING SURE ALL SUB-CONTRACTORS ARE WORKING FROM THE MOST CURRENT ISSUED DATE OF PLANS PROVIDED EITHER BY ELECTRONIC PDF OR PAPER.

PINEVIEWCONDOMINIUMSCHELMSFORD, MA

BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

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e an

d w

ritte

n co

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t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)

(DO NOT SCALE DRAWINGS)(36" x 48" SHEETS REQ.)

20 ATLANTIC AVEWOBURN, MA 01801

ISSUED FOR BUILDING PERMIT

NO. 58

4'-0" Bi-Fold

24" max.sink depth

BATH 1

3'-6

"

TEM

PE

RE

D

BUILDING 1 FIRST FLOOR PLAN

STORAGE

MECH. RM

3'-0

" DR

14R (8 3/16" Risers)

TANKLESSWATER HEATER

3'-0

" DR

4'-0" Bi-Fold

STACK W&D

8'-0"

3'-0

" DR

1:20 SLOPE TO GRADE

TEMPEREDTEMPERED

FIRST FLOOR PLAN

A-1

GENERAL NOTES:WALL FRAMING:All 2x6 walls framed as bearing walls with horizontal blocking at mid-height for interior load bearing partitions only or as noted.

GENERAL CONSTRUCTION SPECIFICATIONS:

Interior Walls: 2x4 wood frame construction @ 16" o.c. with 3 1/2" sound reduction fiberglass batt insulation between studs for all walls between bedrooms (TBD). Finish both sides with 1/2" blueboard w/ skimcoat of plaster (BBSP). Verify all rated walls per floor plans and sections.

Exterior Walls: 2x6 wood frame construction @ 16" o.c. (unless otherwise noted). Owens Corning or equal 5 1/2" R-21 unfaced fiberglass batt insulation between studs. Verify min. required wall R-values per HERS rating. Finish interior face with BBSP over polyethylene vapor barrier applied over all exterior walls. Exterior stud face to have 7/16" Advantech Zip System or 1/2" CDX plywood sheathing. Cement board siding shall be installed over fully taped Advantech Zip-System sheathing or Tyvek Housewrap.

Floors: Framing sizes as noted on framing plans with kraftfaced fiberglass insulation (if applicable) in R values per HERS rating. Subfloor shall be min. 3/4" T&G Advantech / Equal glued & nailed 6" o.c. to joists.

Roof & Ceilings: Framing sizes as noted on framing plans with R values per HERS rating. Provide full coverage all rafter bays with spray foam insulation, no roof venting required. Exterior face of rafters shall have 1/2" CDX fir plywood or 5/8" Advantech roof sheathing with Certainteed (or equal) 30 year roof shingles installed over 15# felt paper or shingle manufacture's required underlayment. Provide ice & water shield at all valleys and eaves and along wall transitions and projections. Verify all rated ceilings per plans and sections.

Moisture from plaster job, painting, or any other source during construction must be fully mitigated by general contractor during construction to avoid potential mold problems. Architect is not responsible for any moisture complications attributable to any job site climate conditions or any performed work. Use of alternative insulation products or systems other than specified herein shall further indemnify architect of any liability attributable to building envelop performance. Architect is further exempt from liability associated with any HVAC systems installed.

All structural assemblies, building components, materials, workmanship, energy conservation, life-safety, and fire protection shall conform fully with 780 CMR 9th Edition of the Massachusetts State Building Code Volume for One and Two Family Dwellings. Stretch Energy Code shall utilize the 2015 IECC base code with all Mass amendments. All duct testing and associated Stretch Code testing requirements and procedures shall be the responsibility of the Builder. See project specific HERS Rating for insulation values, all of which shall supercede any insulation values stated herein these construction documents.

SEE DRAWINGS FOR ADDITIONAL NOTES AND SPECIFICATIONS. BUILDER/DEVELOPER SHALL REVIEW WITH ARCHITECT ANY MODIFICATION TO ANY SPECIFICATION INDICATED WITHIN THESE CONSTRUCTION DOCUMENTS.

—ALL DIMENSIONS TO STUD FACE

—CARBON MONOXIDE DETECTOR10'-0" max. from all bedrooms, plus min. (1) on first floor and near all gas fireplaces

CO

HD —HEAT DETECTOR HD shall be interconnected with SD (household fire alarm system) inside the main dwelling. Location: 1 detector centered on garage ceiling

—2x4 WALLS @ 3 1/2" WIDTH(TYPICAL INTERIOR WALLS)

—2x6 WALLS @ 5 1/2" WIDTH(TYPICAL EXTERIOR WALLS)

—PHOTO-ELECTRIC SMOKE DETECTORSD

ADA CLOSET SYSTEM

3'-0

" DR

8'-0"8'-0"

3'-0

" DR

FURNACE

MAX. 1:20 SLOPE TO GRADE

EATING AREA

D.W

.

KITCHEN

LANDING FLUSH TO ADA DOOR THRSH.

SDCO

SD

SD

3'-0" DR

3'-0

" DR

3'-0

" DR

3'-0" DR

3'-0" DR

BEDROOM 1

BEDROOM 2

LIVING ROOM

1'-6 3/4"

13'-6

"17

'-9 1

/2"

8'-2

"

3'-8 1/2"

10'-10" 4'-3 3/4"

4'-4"

2'-2

"

11'-4

"

20'-1 3/4"

13'-4" 12'-6 1/4"

5'-0

"

8'-0" 1'-2"

5" 3'-0"

6'-10"

1'-9

1/2

"3'

-0"

5"

LANDING FLUSH TO ADA DOOR THRSH.

LEVER HANDLE (TYP.)

LEVER HANDLE (TYP. ALL DOORS THIS UNIT)

HDCO

LEVER HANDLE (TYP.)

ADA CLOSET SYSTEM

5'-0"

5'-1

0"5'

-2 1

/2"

10"

REF.

FURNACE

UP 15R

2'-8" DR

20 m

inut

era

ted

door

HD

SD CO

HD CO

1-CAR GARAGE(190 SF SLAB AREA)

ENTRYHALL

2x6

2x6

2x6

STUDY

SD CO

SD

2'-8" DR

2'-6

" DR

2'-8

" DR

2'-8

" DR

3'-0

" DR

UP 15R

FURNACE

(HA

LF W

ALL

)

STORAGE

2'-8" DR

20 m

inut

era

ted

door

HD

SDCO

HDCO


ENTRYHALL

2x6

2x6

2x6

2x6

2x6

STUDY

SDCO

SD

2'-8" DR

2'-6

" DR

2'-8

" DR

2'-8

" DR

3'-0

" DR

COATS / STORAGE

SD CO

SD

2x6

2x6

UNIT B1 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT H3 BEDROOM ACCESSIBLE UNIT

(HA

LF W

ALL

)

FURNACE

UP 15R

2'-8" DR

20 m

inut

era

ted

door

Pitc

hed

slab

SDCO

HDCO


ENTRYHALL

2x6

2x6

2x6

STUDY

SDCO

SD

2'-8" DR

2'-6

" DR

2'-8

" DR

2'-8

" DR

3'-0

" DR

UP 15R

FURNACE

(HA

LF W

ALL

)

2'-8" DR

20 m

inut

era

ted

door

Pitc

hed

slab

HD

SD CO

HD CO


ENTRYHALL

2x6

2x6

2x6

2x6

2x6

STUDY

SD CO

SD

2'-8" DR

2'-6

" DR

2'-8

" DR

2'-8

" DR

3'-0

" DR

2x6

2x6

(HA

LF W

ALL

)

4'-4

1/2

"3'

-9"

14'-0

1/2

"17

'-3"

3'-1

0"

10"

10"

3'-4"

4'-4

1/2

"3'

-9"

8'-0"8'-0"

3'-4"

5'-0

"

10'-1 1/2"

5'-0

"

10'-1 1/2"

5'-4 1/2" 5'-4 1/2"

5'-0

1/2

"

7'-5"

7'-7

"

3'-4"

2'-6

"

10'-7"10'-7"19

'-11"

9'-1

0 1/

2"7'-5"

5'-0

1/2

"7'

-7"

3'-4"

2'-6

"

3'-4"

4'-0

"

6" 6"

3'-6

1/2

"

3'-6

1/2

"

8'-0"

1'-10"

10"

10"

3'-4"3'-8 1/2"

5'-8" 5'-8"

5'-0

"14

'-0 1

/2"

4'-10 1/2"

10"

10"

3'-4"

4'-4

1/2

"3'

-9"

8'-0"

3'-4"

5'-0

"

10'-1 1/2"10'-1 1/2"

5'-4 1/2"5'-4 1/2"

3'-4"

2'-6

"

10'-7" 10'-7"

19'-1

1"9'

-10

1/2"

7'-5"

3'-4"

2'-6

"

3'-4"

4'-0

"

6"6"

3'-6

1/2

"

3'-6

1/2

"10

"10

"

3'-4"

5'-8"5'-8"

10"

10"

5'-0

1/2

"

5'-0

"

4'-4

1/2

"3'

-9"

4'-5 3/4"

5'-0"

4'-2

1/2

"

10"

4'-9

"3'

-2"

6'-11" 5'-8"

3'-8 1/2"

3'-4"

6'-8"

11'-2 1/2"

DEVELOPER TO VERIFY FULL COMPLIANCE WITH 521 CMR

12'-9

"

1'-0

"3'

-6"

18" T

O FINIS

H REQ.

3'-6"

5'-0

1/2

"7'

-7"

1/2 BATH

5'-0

" 24" m

ax. s

ink

dept

h

6'-9"

FAN

4'-5 1/2"4'-1" 15'-6 1/2"

7'-7"7'-7"

HDCO

3'-0"6"

BEDROOM 3

SD

SDCO

3'-6"

MIN.

13'-4"

7'-6"

14'-5"

10'-4"

7'-8"

BEDROOM 1

B-BA-8

A-AA-7

A-AA-7

FLOOR AREA: 340 SF FLOOR AREA: 340 SFFLOOR AREA: 340 SF FLOOR AREA: 340 SF FLOOR AREA: 1,420 SF

INSULATION NOTES:See HERS rating for all required insulation R-values. See building sections for typical insulaton methods. All rated assemblies shall not contain any spray foam insulation.WINDOW ENERGY RATING:See HERS rating for all min. U-values.EGRESS WINDOWS:All bedrooms provided with min. 24" x 20" clear egress openings for double hung windows. Clear sill must not exceed 44" above finished floor.UNIT ELECTRICAL PANELS:Each dwelling unit provided with dual pole circuit breaker with label "For Future Solar Panels". Provide conduit lines as required for future installation.

Provide (1-layer) 5/8" Type X GWB all walls, ceilings, beams, and ceiling projections(TYP. ALL GARGES)

LEGEND:

C-CA-9

A-11 A

-14A

-14

A-14

A-14

A-11

A-11

A-11

A-11

A-13

A-13

A-13

A-13

1-layer 5/8" Type X (required all walls this Unit to equal rating of floor-ceiling above)

Provide (1-layer) 5/8" Type X GWB all walls, ceilings, beams, and ceiling projections(TYP. ALL GARGES)

TEMPEREDTEMPEREDTEMPERED TEMPEREDTEMPERED TEMPERED

S-1C

S-1C

S-1C

S-1C

S-1C

S-1C

S-1C

S-1C

S-1C

S-1C

10"

Non-rated OSB wall sheathing installed horizontal to fully bridge party walls. (TYP. ALL PARTY WALL CONDITIONS FROM FOUNDATION TO RAFTER BEARING)


FIRE RATED SHEATHING

D.W

.

REF

.

TV W

ALL

LIVING ROOM

3'-4"

FURNACE

HDCO

KITCHEN & DINING

FAN

BATHCLOSET

3'-4"3'-9"

5'-10"3'-9" 3'-2"

6' Slider DR

5'-6"6'-7" 11'-9 3/4"


3'-6

"5'

-2"

3'-7

"


A-11


2x62x62x6




EQL2'-3

1/4

"

2x6 2x6

2x6

2x6

2x6

2x6

2'-4

" DR

(2) 2

'-0" D

RS

2'-8

" DR

2'-8

" DR

2'-4" DR

5'-0

"

6'-11"

3'-4"

8'-7

"

3'-0"bifold

EQL

6'-8"

HD

Pitc

hed

slab

Pitc

hed

slab

3'-4"

4'-0"

1'-6

"

FIRE RATED SHEATHING

1'-6"

45°

8'-9

"

6'-0

" Bi-f

old

8'-1" 5'-3"

GRAB BAR BLOCKING

1'-6

"

1'-8" DR

SD CO

UP 14R (8 3/16" Risers)

5'-3 1/2"8 1/2"

10'-1

0"

12'-9

"

Install (2) 5/8" GWB to this side of wall (see detail 3)

4'-6

"

UP

NO. 56 NO. 58 NO. 60UNIT H

3 BEDROOMUNIT B

1 BEDROOMFLOOR AREA: 700 SF

NO. 50 (1st FLOOR) NO. 52 (2nd FLOOR) NO. 64 (1st FLOOR)NO. 62 (2nd FLOOR)

NO. 50 NO. 52 NO. 54 NO. 56 NO. 60 NO. 62NO. 64

MECH. RM

STORAGE

MECH. RM

STORAGE

MECH. RM

BUILDING 1UNIT QUANTITY ADDRESS NO.

B - 1 bedroom 2 50, 52D - 2 bedrooms 4 54, 56, 58, 60H - 3 bedrooms 2 62, 64

NON-RATED INTERIOR WALL & CEILING FINISH1/2" s1heetrock non-rated with skimcoat plaster. RATED INTERIOR WALL & CEILING FINISH5/8" Type X sheetrock with skimcoat plaster (see specific rated assemblies details this sheet).GARAGE WALLS & CEILINGS: Provide 5/8" Type X GWB all walls, ceilings, beams, and ceiling projections. BATHROOM AND KITCHEN NOTES:All bathroom exhaust fans vented to outside. Range hoods with greater than 400 cfm out put require make-up airSTAIR AND GUARDRAIL NOTES:Type I and Type II graspable handrails set min. @ 34" above nosing. Guardrails @ 36" AFF with balusters spaced to prevent 4" Ø sphere. All interior treads 10" nosing-nosing, with maximum riser height of 8 1/4" per Mass Amendments 1& 2 Family Dwellings. Refer to drawings herein for all specific interior and exterior treads per plans and elevations. Maximum continuous exterior flight for deck egress not to exceed 12'-0" vertical.

NO. 54

5'-1

1 1/

2"

5'-0"

5'-0"

4'-0" Bi-Fold

5'-0"

3'-0" DR

5'-0"

1'-6

3/4

"

FAN

3'-0 1/2"

3'-6"2'-6"

5"3'-0"1'-2"

2'-1

"

13'-7

"4'

-8"

2'-1

"

10'-1

"

4'-0

" Bi-F

old

2x62x6

1-HOUR RATED UNIT-STAIR SEPARATION WALL

Min. 7/16" Category LP FlameBlockwith Pyrotite surface facing out

(1) Layer 5/8" Type X GWB

Nominal 2" Wood Framing(2x4s @ 16" o.c.)

3 1/2" 3.0 pcf MineralWool Insulation or 0.9 pcfFiberglass Insulation

5 1/2" 2.5 pcf MineralWool Insulation

5/8" Type X GWB

2x6 wood stud

Exterior FacingsInstalled per Manufacturer's Instructions1. Steel Siding2. T-1-11 Siding3. Fiber Cement Board4. Wood Strand or Fiber Panel5. Cementitious Stucco6. Diamond Wall Insulating Stucco

Min. 7/16" Category LP FlameBlock1-Side Pyrotite surface facing wall studsResilient channels @ 16" o.c.(req. for STC rating)Min. 1" air gap between assemblies

UL U350 2-HOUR RATED PARTY WALL (RATING APPLIES TO BOTH SIDES OF WALL)

1-HOUR RATED EXTERIOR WALL (RATING APPLIES TO BOTH SIDES OF WALL)

16"

UL U350 2-HOUR RATED PARTY WALL DETAIL AT FLOOR JOIST TRANSITION

System Performance1 HR Fire RatingUL Design No. U32750 STC SoundBNN-760903

System DescriptionWood Stud Partition (Load bearing)

- 5/8" SHEETROCK Brand FIRECODE Core Gypsum Panel- RC-1 resilient channel one side spaced 24" o.c.- 2x4 wood stud 16" or 24" o.c.- 3 1/2" sound attenuation batt or 3" mineral wool- 5/8" SHEETROCK Brand FIRECODE Core Gypsum Panel- Joints finished- Acoustical sealant all bottom and top plates

CERTAINTEED SYSTEM WPE151 STC51 BASED ON SOUND TEST NBCC (2010):15.9mm (5/8”) CertainTeed Type X products, 1 layer, 1 side of 38mm x 89mm (2 x 4) wood studs. Other side, 2 layers on resilient channels. CertainTeed’s Sustainable InsulationTM 89mm (3 1/2”) within cavity.Fasten board vertically or horizontally to one side with 41mm (15/8”) screws spaced 300mm (12”) o.c. Attach resilient channels with tabs downwards, horizontally at 400mm (16”) or 600mm (24”) o.c. to studs on opposite side with 32mm (11/4”) screws. Upper channel 150mm (6”) from top, lower channel 400mm (16”) up from bottom and at the bottom of the partition, install an inverted channel. Fasten base layer vertically to the resilient channels with 25mm (1”) screws spaced 300mm (12”) o.c. Fasten face layer vertically or horizontally with 41mm (15/8”) screws spaced 300mm (12”) o.c. Joints must be offset. Tape and finish outer layer joints with CertainTeed products.

(2) Layers 5/8" Type X Sheetrock on RC-1 metal channels @ 24" o.c. horizontal

5/8" Type X Sheetrock

3 1/2" Sound Attenuation Batt or Roxul SAFE N SOUND

3A-1 SCALE 2" = 1'-0"

2A-1 SCALE 2" = 1'-0"

1A-1 SCALE 2" = 1'-0"

ACOUSTICAL SEALANT ALL PLATES TO SUB-FLOOR

5/8" CONTINUOUS DENS-GLASS FIRE-BLOCKING OVER MIN. 1 1/2" RIM BOARD

ROXUL 'SAFE-N-SOUND' MINERAL WOOL

DETAIL AT FLOOR-CEILING TRANSITIONS

5 7/

8"

1-HOUR RATED EXTERIOR UNIT END WALL 2-HOUR RATED INTERIOR UNIT-TO-UNIT FIRE WALL

5/8" TYPE X GWB-(1) SHEET EACH SIDE OF STUD WALL SET HORIZONTAL OR VERTICAL TO STUDS-6d COATED NAILS, 1 7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" o.c. STAGGER JOINTS EACH SIDE

4A-1 SCALE 2" = 1'-0"

1-HOUR RATED WALL (UNIT INTERIOR WALL)

SYSTEM PERFORMANCE1 HR Fire UL Design No. U305

2x4 OR 2X6 STUDS @ 16" o.c.

3 1/2" BATT INSULATION(OPTIONAL)

NOTE: NO PLUMBING OR HVAC PERMITTED WITHIN THIS ASSEMBLY. ELECTRICAL TO BE UL RATED RECEPTACLES PLACED PER CODE

NO PLUMBING OR HVAC PERMITTED WITHIN THIS ASSEMBLY. ELECTRICAL TO BE UL RATED RECEPTACLES PLACED PER CODE

PLUMBING AND HVAC PERMITTED WITHIN THIS ASSEMBLY. ELECTRICAL TO BE UL RATED RECEPTACLES PLACED PER CODE

10 1

/2"

1" 2"

16"

NOTE: OPTIONAL USE OF LP 1 3/4" THICK RIM BOARD DOES NOT REQ. THE 5/8" DENS-GLASS

23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

31'-3

1/2

"

29'-9

1/2

"

1 2 3 4 5 76

1'-6

"

31'-3

1/2

"

29'-9

1/2

"1'

-6"

A

C

B

A

C

B

143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




5'-0" SLIDER

5'-0

" Bi-f

old

Pul

l Dow

n S

tair

(RO

25.

5" x

54"

)

2'-4

" DR

DN3'-8

"

2'-8" DR

Pul

l Dow

n S

tair

(RO

25.

5" x

54"

)

2'-8

" DR

D.W

.

REF.

TV W

ALL

KITCHEN & DINING

UNIT B1 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

SECOND FLOOR PLAN

A-2

DN

FURNACE

EATING AREA

D.W

.

SD

SD

2'-8

" DR

3'-0" DR

BEDROOM 1

LIVING ROOM

HDCOREF.BATH 1

FANFAN

2'-6" DR

SD

TV W

ALL

DN

UP

SD CO

FAMILY ROOM

TEMPERED

D.W.

FAN

2'-6

" DR

1/2 BATH 2

2x6

DN

KITCHEN & DINING

6' Slider DR

2'-4

" DR

TV W

ALL

DN

UP

SDCO

FAMILY ROOM

TEMPERED

D.W.

FAN

2'-6

" DR

1/2 BATH 2

2x6

DN

KITCHEN & DINING

6' Slider DR

2'-4

" DR

REF

.

REF

.

TV W

ALL

DN

UP

SDCO

FAMILY ROOM

TEMPERED

D.W.

FAN

2'-6

" DR

1/2 BATH 2

2x6

DN

KITCHEN & DINING

6' Slider DR

2'-4

" DR

TV W

ALL

DN

UP

SD CO

FAMILY ROOM

TEMPERED

D.W.

FAN

2'-6

" DR

1/2 BATH 2

2x6

DN

KITCHEN & DINING

6' Slider DR

2'-4

" DR

REF

.

REF

.

DNDN BATH 2

2'-8

" DR

2'-8

" DR

STORAGE

38" H

IGH

2x4

WAL

L

2'-8

" DR

BEDROOM 2 BEDROOM 3

SDCO

SDCO

BEDROOM 1

LIVING ROOM

A-AA-7

A-AA-7

FLOOR AREA: 750 SF FLOOR AREA: 550 SF FLOOR AREA: 1,500 SF

BUILDING 1 SECOND FLOOR PLAN

UNIT H3 BEDROOM

FLOOR AREA: 550 SF FLOOR AREA: 550 SF FLOOR AREA: 550 SF

16'-0"11'-8"

7'-4

"

13'-6

"17

'-9 1

/2"

6'-0

"

10'-2" 4'-3 3/4"

11'-4

"

20'-1 3/4"

13'-4" 12'-6 1/4"

5" 3'-0"

6'-10"

5"

6'-6

"4'

-6 1

/2"

3'-8 1/2"

7'-8"

5'-0

"

3'-10" 15'-6 1/2"

13'-1"14'-8"

10'-4"

10"

10"

1'-7" 7'-7" 8'-10"

5'-4 1/2"

1'-6

"

3'-10"

6'-2" 3'-0"

4'-9 1/2"

10"

3'-8

"

9'-6"3'-6" 5'-0"

7'-4

"

3'-4

"

3'-4"

3'-1

0 1/

2"

4'-5 1/4"

12'-1

0 1/

2"6'

-0"

3'-9

"

4'-9"

10"

10"

1'-7"7'-7"8'-10"

5'-4 1/2"

1'-6

"

3'-10"

6'-2"3'-0"

10'-1

1"

4'-9 1/2"

10"

3'-8

"

9'-6" 3'-6"5'-0"

7'-4

"

3'-4

"3'-4"

3'-1

0 1/

2"

12'-1

0 1/

2"6'

-0"

3'-9

"

4'-9"

10'-1

1"

4'-9 1/2"4'-9 1/2"

10" 10"

3'-4"

4'-1"

3'-4"

4'-1"

10"

10"

1'-7"7'-7"8'-10"

5'-4 1/2"

1'-6

"

3'-10"

6'-2"3'-0"

4'-9 1/2"

10"

3'-8

"9'-6" 3'-6"5'-0"

7'-4

"3'

-4"

3'-4"

3'-1

0 1/

2"

4'-5 1/4"

12'-1

0 1/

2"6'

-0"

3'-9

"

4'-9"10

"10

"

1'-7" 7'-7" 8'-10"

5'-4 1/2"

1'-6

"

3'-10"

6'-2" 3'-0"

10'-1

1"

4'-9 1/2"

10"

3'-8

"

9'-6"3'-6" 5'-0"

7'-4

"3'

-4"

3'-4"

3'-1

0 1/

2"

4'-5 1/4"

12'-1

0 1/

2"6'

-0"

3'-9

"

4'-9"

10'-1

1"

10"10"

3'-4"

4'-1"

3'-4"

4'-1"

1'-6

"

10"

10"

4'-5 1/2"

14'-4

"

4'-1 1/2"

3'-5

"

5'-0

"

9'-7"

5'-11"2'-0"

7'-10"

4'-9 1/2" 4'-9 1/2"

1 1 1 1

15'-8 3/4"



4'-5 1/4"

6' Slider DR

4'-0

"

13'-4"

FURNACE

HDCO

STACK W&D

FAN

BATH

SD

1

8'-3

"

2'-6" DR

1'-6" DR

16'-1

1 1/

2"

2'-2

"2'

-11"

3'-1

"

11'-1

0 1/

2"

38" H

ALF

WA

LL

5'-6"6'-7" 11'-9 3/4"



10'-6 3/4" 11'-8 1/2"

TEMPEREDAlign with window below

2'-4" DR

(2) 2

'-0" D

RS

6'-0" GLD DR

11'-1

0"2'

-3 1

/4"

3'-7"

5'-3"

5'-0

" SLI

DE

R5'

-0" S

LID

ER

5'-0" SLIDER 5'-0" SLIDER

3'-8

"

C-CA-9

10"

5'-0

1/2

"

FIRE RATED SHEATHING FIRE RATED SHEATHING

10"

B-BA-8

SDCO 2'-6" DR

6'-1

"

3'-0"

4'-4" 11'-2 1/2"

5'-0

" Bi-f

old

3'-7

"2'

-9"

3'-8"4'-3 3/4"

6'-2

"12

'-4 1

/2"

8'-9

"

5'-3"

4'-5 1/2"

2x6

2x6

2x6s

2x6s2x6s

2'-0

"

2'-11"

13'-0

1/2

"

13'-1

1"

4'-0

" Bi-F

old







5/8" Type X GWB

2x6 wood stud





16"









3A-1 SCALE 2" = 1'-0"

2A-1 SCALE 2" = 1'-0"

1A-1 SCALE 2" = 1'-0"





5 7/

8"



4A-1 SCALE 2" = 1'-0"








10 1

/2"

1" 2"

16"


23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

31'-3

1/2

"

29'-9

1/2

"

1 2 3 4 5 76

1'-6

"

31'-3

1/2

"

29'-9

1/2

"1'

-6"

A

C

B

A

C

B

143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




THIRD FLOOR PLAN

A-3

BUILDING 1 THIRD FLOOR PLAN

DN

Pull Down Stair(RO 25.5" x 54")

SDCO

SD

FAN


SD CO

SD

FAN


SD CO

SD

FAN


SDCO

SD

FAN

8'-10"7'-7"1'-7"8'-10" 7'-7" 1'-7"

5'-8" 5'-8" 4'-5 1/4"4'-5 1/4"

11'-7"

9'-8 1/4"

11'-9

"

3'-0

"

6'-5"

1'-1

1"

2'-10"

1'-9 3/4"

1'-1

0"

5'-0

"

1'-6" 3'-6"

11'-7"

9'-8 1/4"

11'-9

"

3'-0

"

3'-8

1/2

"6'-5"

1'-1

1"

2'-10"

1'-9 3/4"

1'-1

0"

5'-0

"

1'-6"3'-6"

3'-10" 3'-10"

3'-9

1/2

"

5'-0

"

8'-10" 7'-7" 1'-7" 8'-10"7'-7"1'-7"

5'-8"5'-8"4'-5 1/4" 4'-5 1/4"

11'-7"

9'-8 1/4"

11'-9

"

3'-0

"

6'-5"

1'-1

1"

2'-10"

1'-9 3/4"

1'-1

0"

5'-0

"

2'-3"3'-6"

11'-7"

9'-8 1/4"

11'-9

"

3'-0

"

3'-8

1/2

"

6'-5"

1'-1

1"

2'-10"

1'-9 3/4"

1'-1

0"

5'-0

"

1'-6" 3'-6"

3'-10"3'-10"

3'-6

"

5'-0

"

A-AA-7

A-AA-7

DN

TEMPEREDTEMPERED

(2) 1'-4" DRS

2'-6" DR (2)1'-8" DRS1'-6" DR

2'-6" DR

(2) 2

'-0" D

RS

± 66

" VAN

ITY

BEDROOM 1

BEDROOM 2

WIC

BATH 3

(2) 1'-4" DRS

STAC

K W

& D

2'-6" DR(2)1'-8" DRS

2'-8

" DR

1'-6" DR2'-6" DR

(2)2

'-0" D

RS± 66

" VAN

ITY

BEDROOM 1

BEDROOM 2

WIC

BATH 3

DN DN

TEMPERED TEMPERED

(2) 1'-4" DRS

2'-6" DR(2)1'-8" DRS1'-6" DR

2'-6" DR

(2)2

'-0" D

RS± 66

" VAN

ITY

BEDROOM 1

BEDROOM 2

WIC

BATH 3

(2) 1'-4" DRS

STAC

K W

& D

2'-6" DR (2)1'-8" DRS

2'-8

" DR

1'-6" DR2'-6" DR

(2)2

'-0" D

RS

2'-8

" DR

± 66

" VAN

ITY

BEDROOM 1

BEDROOM 2

WIC

BATH 3

UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

FLOOR AREA: 550 SF FLOOR AREA: 550 SF FLOOR AREA: 550 SF FLOOR AREA: 550 SF

2

2

1

1/2" Fire treated plywood roof sheathing for min. 4'-0" horizontal of adjacent unit centerline.

4'-0"

1/2" Fire treated plywood roof sheathing for min. 4'-0" horizontal of adjacent unit centerline.

4'-0"



1'-6

"

1'-1

"

1'-1

"

2'-8

" DR

2x6

2x6

2x6

2x6

3'-8

1/2

"

3'-9

1/2

"

STAC

K W

& D

2'-8

" DR

1'-1

"

3'-8

1/2

"

3'-6

"ST

ACK

W &

D2'

-8" D

R

2'-8

" DR

1'-1

"

2'-8

" DR

2x4 @ 12" o.c. floor framing for stair headroom (Typ. all units this floor, See A-7)

1 1

22

SD SD SDSD

4'-1 1/2" 9'-7 1/2" 4'-1 1/2"9'-7 1/2" 3'-4"3'-4" 4'-1 1/2"9'-7 1/2"4'-1 1/2" 9'-7 1/2"3'-4" 3'-4"

1 1

1 11

2x4 @ 12" o.c. floor framing for stair headroom (Typ. all units this floor, See A-7)

Triangular exterior corner framed with 2x4s and furred 2" to exterior side above lower roof sheathing


Under roof sheathing maintain firewall Detail 1 with double 2x4 walls






1'-6

"

1'-6

"

1'-6

"







5/8" Type X GWB

2x6 wood stud





16"









3A-1 SCALE 2" = 1'-0"

2A-1 SCALE 2" = 1'-0"

1A-1 SCALE 2" = 1'-0"





5 7/

8"



4A-1 SCALE 2" = 1'-0"








10 1

/2"

1" 2"

16"


23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

31'-3

1/2

"

29'-9

1/2

"

1 2 3 4 5 76

1'-6

"

31'-3

1/2

"

29'-9

1/2

"1'

-6"

A

C

B

A

C

B

143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




A-4

FRONT ELEVATION

FRONT ELEVATIONBUILDING 1

128

128

128

128

ALI

GN

8'-6

"8'

-6"

8'-1

1/4

"7

1/4"

7'-3

"7'

-6 1

/4"

7'-5

3/4

"

SECOND TOP-PLATETHIRD SUB-FLOOR

THIRD TOP-PLATETOP OF 2x8s

THIRD WINDOW ROUGH

SECOND WINDOW ROUGH

FIRST TOP OF SLAB

FIRST TOP-PLATE

SECOND SUB-FLOOR

GARAGE SLAB @ DOOR

FIRST WINDOW ROUGH

WINDOW SCHEDULE

DOOR SCHEDULE

SERIES R.O. W x H U-VALUE

2'-8" x 4'-6" .30 LOW E

SAFETY GLASSWINDOW

W1

.30D2 TEMPERED

Actual DR: 3'-0" x 6'-8"D1 .16FRONT DOOR (Product TBD)

RO: 6'-0" x 6'-11"

VERIFY ALL PRODUCT OPTIONS WITH BUILDER, GRILLE BARS PER ELEVATION VIEWS OR PER STANDARD GRILLE PATTERNS BY UNITED.

ANDERSEN 200 NLGD 60611L

UNITED WINDOWS & DOORS SCHEDULE

2846 VG

(5500 DH ALL)

5'-4" x 4'-6"

.30 LOW E

W3 6446 VG

R.O. W x H U-VALUE SAFETY

2'-8" x 4'-6"

.30 LOW E

W2 2846 VG

5'-4" x 4'-6" .30 LOW EW4 6446 VG TEMPERED

TEMPERED

NOT REQ.

W3

W2W1 W1 W2 W3 W3 W2 W2W3W3W2 W1 W3 W3

W1 W3 W3

W1 W3 W1W3 W1 W1W3W3

NOT REQ.

2'-6" x 4'-0" .30 LOW EW5 2640 VG NOT REQ.

TEMPERED

D1 D1D1 D1 D1 D1 D1


DOOR

.30D3 TEMPEREDRO: 6'-0" x 6'-11"ANDERSEN 200 NLGD 60611R

SPECIALTY ADA DOOR(In-swing 3' x 6'-8" DR) ADA Threshold, Lever handle, with dead-bolt)

.30D4 TEMPEREDTHERMA-TRU / EQUAL (Full Lite) Actual DR: 3'-0" x 6'-8"

23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

1 2 3 4 5 76143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




A-5

REAR ELEVATION

REAR ELEVATIONBUILDING 1

3'-0

"

(MAX. 3. 7/8")

3'-0

"

3'-0

"

(MAX. 3. 7/8")

3'-0

"

3'-0

"

(MAX. 3. 7/8")

3'-0

"

3'-0

"

(MAX. 3. 7/8")

3'-0

"

3'-6

"

3'-6

"

3'-6

"

3'-6

"

3'-6

"

3'-6

"

Typ.

Typ.

3'-0

"

(MAX. 3. 7/8")

3'-0

"

(MAX. 3. 7/8")

3'-0

"

3'-6

"

4'-0

"

4'-0

"

12" 12"

8'-6

"8'

-6"

8'-1

1/4

"7

1/4"



SECOND WINDOW ROUGH

FIRST TOP OF SLAB

FIRST TOP-PLATE

SECOND SUB-FLOOR

GARAGE SLAB @ DOOR

FIRST WINDOW ROUGH

7'-6

1/4

"7'

-5 3

/4"

W4 W4W4

W5

W6W3

W5

W6

D2 D3

W4

W6W3 W3

W3

D2 D2

D2

D3

W5W5

W4

W3W6

W3

W3 W3

W3

W1 W1

W1 W1

SPECIALTY ADA DOOR(In-swing 3' x 6'-8" DR) ADA Threshold, Lever handle, with dead-bolt)

D4

WINDOW SCHEDULE

DOOR SCHEDULE

SERIES R.O. W x H U-VALUE

2'-8" x 4'-6" .30 LOW E

SAFETY GLASSWINDOW

W1

.30D2 TEMPERED

Actual DR: 3'-0" x 6'-8"D1 .16FRONT DOOR (Product TBD)

RO: 6'-0" x 6'-11"

VERIFY ALL PRODUCT OPTIONS WITH BUILDER, GRILLE BARS PER ELEVATION VIEWS OR PER STANDARD GRILLE PATTERNS BY UNITED.

ANDERSEN 200 NLGD 60611L

UNITED WINDOWS & DOORS SCHEDULE

2846 VG

(5500 DH ALL)

5'-4" x 4'-6"

.30 LOW E

W3 6446 VG

R.O. W x H U-VALUE SAFETY

2'-8" x 4'-6"

.30 LOW E

W2 2846 VG


TEMPERED

NOT REQ.

NOT REQ.

2'-6" x 4'-0" .30 LOW EW5 2640 VG NOT REQ.

TEMPERED


DOOR

.30D3 TEMPEREDRO: 6'-0" x 6'-11"ANDERSEN 200 NLGD 60611R

.30D4 TEMPEREDTHERMA-TRU / EQUAL (Full Lite) Actual DR: 3'-0" x 6'-8"

23'-10 3/4"18'-0"18'-0"18'-0"18'-0"47'-10 3/4"

123457 6143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




A-6

SIDE ELEVATIONS

126.5

RIGHT SIDE ELEVATION LEFT SIDE ELEVATIONBUILDING 1 BUILDING 1

126.5

8'-6

"8'

-6"

8'-1

1/4

"7

1/4"

7'-3

"7'

-6 1

/4"

7'-5

3/4

"



THIRD WINDOW ROUGH

SECOND WINDOW ROUGH

FIRST TOP OF SLAB

FIRST TOP-PLATE

SECOND SUB-FLOOR

GARAGE SLAB @ DOOR

FIRST WINDOW ROUGH

126.5

126.5

126.5

126.5

125

4'-0"

125

5'-0"

W5

W5W1

W2

W5W1

W1W5





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




A-7

BUILDING SECTION A-A

3/4" = 1'-0"

SECOND TOP-PLATE

THIRD SUB-FLOOR

THIRD TOP-PLATE

TOP OF 2x8s

THIRD WINDOW ROUGH(VERIFY WITH ELEVATIONS)

FIRST TOP OF SLAB

FIRST TOP-PLATE

SECOND SUB-FLOOR

GARAGE SLAB @ DOOR

SECOND WINDOW ROUGH

FIRST WINDOW ROUGH(VERIFY WITH ELEVATIONS)

(VERIFY WITH ELEVATIONS)

(USE 14' and 18' stock)

6.512

8'-1

1"

Continue (1 sheet each side) 5/8" Type X gypsum board with tape and joint compound at all seams. Continue assembly tight up to underside of roof sheathing (Typ. all UNIT-UNIT party walls see details A-1)

6'-8

"

8'-1

1/4

"7

1/4"

Open cell spray foam, R value per HERS rating (Typ. all rafter bays)

14'-10 3/4" 14'-10 3/4"

(1) Simpson LTS12 Twist straps (1) per each 16'-9" span common rafters only.Fill all nailing holes with 10d x 1 1/2" nails by Simpson Strong-Tie (Typ.)

DOUBLE 2x8 fastened with min. (6) 16d to top of each attic floor joist

Simpson H-8 hurricane tie each rafterFill all nailing holes with 10d x 1 1/2" nails by Simpson Strong-Tie (or equal)

(6) 16d rafter toe-nailing to (2) 2x8s (Typ.)

DEVELOPER SHALL FIELD VERIFY HEIGHT COMPLIANCE PRIOR TO ANY ROOF FRAMING

1'-6"

MEAN ROOF HEIGHT

(FACE OF FRAMING WALL BEYOND)

1'-6"

Fill rim board cavity with open cell spray foam insulation (Typ. except within any fire rated assemblies)

9 1/

2"

(LINE OF 7' HEADROOM)

2"x24" rigid insulation along perimeter

NOTE:-ALL INSULATION VALUES PER HERS RATING(INSUL. NOT SHOWN ON ROOF RAFTERS)

1'-0

"

2x4 bevelled key

(1) #5 bar horizontal

10"

6" Garage Slab over compacted gravel or stone


5"

3"

24"

± 18"12"

Beveled key

w/ 1/2" Ø anchor bolts @ 48" o.c. & sill seal (Typ.)

2" Rigid insulation panels

Dampproofing

4'-0

"

24"

6"

4" x 6" inside shelf for 4" slab support

Polyethylene vapor and moisturebarrier under slab (Typ.)

4"

10"

Compacted gravel or stone

± 18"

3"

10"

7 21

/32"

SCALE: 3/4" = 1'-0"BUILDING SECTION A-A A-A

A-7

13'-0 1/4"

4'-0

" Min

.7'

-11

3/4"

4"2'-0"

6"

4"

8" M

IN.

2x6

bear

ing

wal

l

(3) #4 re-bar set horizontal± 8"

3"

(2) 2x10s or LVL per framing plans2.5" rigid between header stock (Typ.)

8'-6

"8'

-6"32

'-10"

MEAN FINISHED GRADE

1'-0

"1'-0"

19'-11"

3'-4"(FACE OF FRAMING)

4'-4 1/2"(FACE OF FRAMING)

3'-2

"

5 1/2" R-21 unfaced fiberglass batt insulation(Typ. all 2x6 exterior walls)

Skimcoat plaster over 1/2" sheetrock over polyethylene vapor barrier (Typ. exterior walls)

Cement board siding installed directly over 7/16" or 5/8" Advantech Zip-System per manufacturer's specifications with rolled tape adhesion all seams and corners (Typ.)

Fill cantilever and rim board cavity with open cell spray foam insulation (Typ. except within any fire rated assemblies)

± 8"

3"

11 7

/8"

CHELMSFORD The vertical distance measured from the mean finished grade of all sides of the building or structures to the highest point of the roof for flat roofs, to the deck line for mansard roofs and to the mean height between eaves and ridge for gable, hip and gambrel roofs. Not included are spires, cupolas, antennas or similar parts of structures that do not enclose potentially habitable floor space.[Amended 10-21-1999 ATM by Art. 29]

1'-6"

8 1/

64"

1'-11 1/2"

2x4 @ 12" o.c. floor framing above landing

(2) 2x4s under stud wall

7'-0

"

10"

8 1/

64"




11 3

/4"

9'-3

"

4'-7

1/2

"4'

-7 1

/2"

(35'-0" MAX. HEIGHT)

CertainTeed or GAF 30 year architectural shingles on manufacture's approved underlayment5/8" OSB, CDX fir, or 5/8" Advantech roof sheathing on 16" o.c. rafters (Typ.)

Optional 3/4" OSB sub-floor(TBD by Developer)

Engineered wood flooring(TBD BY BUILDER)

7'-3

"10

1/4

"1'

-0 1

/4"

7'-6

1/4

"11

3/4

"7'

-5 3

/4"

14'-0"

18'-0"

16" o.c. 2x8 JOISTS ±26.5" overlap2'-2 1/2"

9'-10 1/2"

1'-0

1/4

"11

3/4

"

10 1

/4"

Sound reduction batt (Typ.)

10 1

/4"

1'-0

3/4

"

7 1/

4"

—2 layers 5/8" Type X

—1 layer 5/8" Type X

—1 layer 1/2" GWB (unrated)

Skimcoat plaster over 1/2" non rated sheetrock on 1x3 wood strapping @ 16" o.c.(Typ. all non-rated ceiling/walls)

2x6 collar ties @ 32" o.c. (Typ.)

2x12 ridge (Typ. all roofs)

NO RIDGE VENT (Typ. all roofs)

2x10 Rafters @ 16" o.c. (Typ.)

6"

3'-3 1/2"

13'-0 1/4"3'-5 1/2"13'-3 3/4"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

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, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




(STUD FACE TO FINISHED NOSING)

Class I or II flame spread rated carpet and pad (all bedrooms and living areas this Unit)

TOP OF FINISHED RIDGE

2x4

bear

ing

wal

l

2x6

bear

ing

wal

l

2x6

bear

ing

wal

l

2x4

bear

ing

wal

l

11 3

/4"

8'-6

"

UL Design No U570 STC: 50 IIC: 60



12"

Beveled key


Dampproofing

4'-0

"

24"

6"

2"x24" rigid insulation along perimeter4"

10"


4"2'-0"

4"

8" M

IN.

SCALE: 3/4" = 1'-0"BUILDING SECTION B-B B-B

A-8


12"

Beveled key


Dampproofing

4'-0

"

24"

6" 4"

10"


4"2'-0"

4"

8" M

IN.



4" x 6" inside shelf for 4" slab support2"x24" rigid insulation along perimeter

4" x 6" inside shelf for 4" slab supportPolyethylene moisture barrier under slab (Typ.)

± 18"

3"

± 18"

3"

8'-6

"7

1/4"

A-8

BUILDING SECTION B-B

3/4" = 1'-0"

FIRST TOP-PLATE

SECOND SUB-FLOOR

SECOND TOP-PLATE

SECOND WINDOW ROUGH

FIRST WINDOW ROUGH

TOP OF 2x8s

FIRST TOP OF SLAB

10"

1'-0"

Thicken slab at bearing walls above




I-joist blocking all bays above this wall


5 1/2" R-21 unfaced fiberglass batt insulation(Typ. all 2x6 exterior walls)

Skimcoat plaster over 1/2" sheetrock over polyethylene vapor barrier (Typ. all non-rated exterior walls)


No spray foam insulation within any fire rated assemblies


3"

10"

1'-0"


3"

2-layers 5/8" Type X installed on RC-1 metal channels spaced 16" o.c.(entire ceiling this Unit)

Skimcoat plaster over 1/2" sheetrock on 1x3 wood strapping @ 16" o.c.(Typ. all non-rated walls-ceilings)

Acoustical sealant along plates (Typ.)

IIC: 60STC: 50

SEE FLOOR-CEILING ASSEMBLY NOTES UPPER RIGHT THIS SHEET

1-layer 5/8" Type X (required all walls this Unit to equal rating of floor-ceiling above) 1-layer 5/8" Type X

(required all walls this Unit to equal rating of floor-ceiling above)


Polyethylene vapor and moisture barrier under slab (Typ.)


7'-2

"

15'-7 3/4"15'-7 3/4"

6.512








9'-0

3/4

"





31'-3 1/2"

7 1/

4"

Acoustical sealant along bottom and top plates (Typ.)

TRIPLE TOP PLATE all bearing walls(2) 2x8s or LVL per framing plans2.5" rigid between header stock (Typ.)


28'-2

1/4

"

1'-0

1/4

"7'

-6 1

/4"

11 3

/4"

7'-5

3/4

"

14'-0"

18'-0"

11 1/2"16" o.c. 2x8 JOISTS ±11.5" overlap

(USE 14' and 18' stock)

2x10s @ 16" o.c. (Typ. all roofs)

TRIPLE TOP PLATE all bearing walls





10"

8 3/

16"

4'-2 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




2x6

bear

ing

wal

l

2x4

bear

ing

wal

l

TOP OF FINISHED RIDGE

2x4

bear

ing

wal

l

2x4

bear

ing

wal

l


12"

Beveled key


Dampproofing

4'-0

"

24"

6"4"

10"


4"2'-0"

4"

8" M

IN.

SCALE: 3/4" = 1'-0"BUILDING SECTION C-C C-C

A-9


12"

Beveled key


Dampproofing

4'-0

"

24"

6" 4"

10"


4"2'-0"

4"

8" M

IN.


4" x 6" inside shelf for 4" slab support2"x24" rigid insulation along perimeter

± 18"

3"

± 18"

3"

8'-6

"8'

-6"

7 1/

4"

FIRST TOP-PLATE

SECOND SUB-FLOOR

SECOND TOP-PLATE

SECOND WINDOW ROUGH

FIRST WINDOW ROUGH

TOP OF 2x8s

FIRST TOP OF SLAB



I-joist blocking all bays above this wall


5 1/2" R-21 unfaced fiberglass batt insulation(Typ. all 2x6 exterior walls)Skimcoat plaster over 1/2" sheetrock over polyethylene vapor barrier (Typ. all non-rated exterior walls)


Class I or II flame spread rated carpet and pad (all bedrooms and living areas this Unit)

2-layers 5/8" Type X installed on RC-1 metal channels spaced 16" o.c.(entire ceiling this Unit)

Acoustical sealant along plates (Typ.)


IIC: 60STC: 50

SEE FLOOR-CEILING ASSEMBLY NOTES UPPER RIGHT THIS SHEET

A-9

BUILDING SECTION C-C

3/4" = 1'-0"



Polyethylene vapor and moisture barrier under slab (Typ.)

Thicken slab at bearing walls above

10"

1'-0"


3"

10"

1'-0"


3"


Acoustical sealant along bottom and top plates (Typ.)

TRIPLE TOP PLATE all bearing walls(2) 2x8s or LVL per framing plans2.5" rigid between header stock (Typ.)

15'-7 3/4"15'-7 3/4"

6.512


28'-2

1/4

"





7'-2

" 9'-0

3/4

"

31'-3 1/2"

UL Design No U570 STC: 50 IIC: 60







Skimcoat plaster finish

7 1/

4"


1'-0

1/4

"7'

-6 1

/4"

11 3

/4"

7'-5

3/4

"

14'-0"

18'-0"

11 1/2"16" o.c. 2x8 JOISTS ±11.5" overlap(USE 14' and 18' stock)

2x10s @ 16" o.c. (Typ. all roofs)





Skimcoat plaster over 1/2" sheetrock on 1x3 wood strapping @ 16" o.c.(Typ. all non-rated walls-ceilings)

(FINISHED NOSING)

10"

8 3/

16"

3'-10"






1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




ROOF SOLAR PANEL PLANSTRUCTURAL NOTE:Roof Live Load designed to exceed50 lbs per sq ft ground snow load and 30 lbs min. flat roof snow load. Roof Dead Load designed to exceed 15 lbs per sq ft.Additional dead load of solar panels acceptable for proposed location.

Highest ridge line

MIN. 150 SQ FT AREA / PER DWELLING UNIT PROVIDED WITH NO ROOF OBSTRUCTIONS FACING EAST

ROOF PLAN

A-10

110°

N

270°

N

S

EW

BUILDING 1 ROOF PLAN





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




FOUNDATION PLAN

S-1

8'-8" 8'-8"

DROP T.O.C. DROP T.O.C.

8'-3 1/2" 8'-3 1/2"

36'-0"

8'-8"8'-8"

DROP T.O.C.DROP T.O.C.

8'-3 1/2"8'-3 1/2"

36'-0"

1'-6

"

1'-6

"

2'-1" 2'-1"

23'-10 3/4" 47'-10 3/4"

B-BA-8

A-AA-7

A-AA-7

C-CA-9

S-1D

S-1D

S-1D

S-1C

S-1C

S-1A

S-1A

S-1A S-1AS-1AS-1AS-1A S-1AS-1BS-1B S-1BS-1B

S-1AS-1A

S-1AS-1AS-1A

S-1AS-1A

S-1A

S-1A

S-1A

S-1D

S-1D

S-1D

S-1D

S-1D

COLD JOINTS NOT SHOWN ON PLAN, REVIEW LOCATIONS WITH ARCHITECT PRIOR TO ANY FORM-WORK.

BUILDING 1 FOUNDATION PLANFOUNDATION PLAN ONLY, SLAB REQUIREMENTS NOT SHOWN.

UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

NO. 54 NO. 56 NO. 58 NO. 60

UNIT B1 BEDROOM

NO. 50 (1st FLOOR)

UNIT H3 BEDROOMACCESSIBLE

NO. 64 (1st FLOOR)

BUILDING 1UNIT QUANTITY ADDRESS NO.


UNIT B1 BEDROOM

NO. 52 (2nd FLOOR)

UNIT H

NO. 62 (2nd FLOOR)3 BEDROOM

Fiberglass sound attenuation batts both 2x4 walls

5" 5"

ALL EXTERIOR WALL FOOTINGS MIN. 4'-0" BELOW NEW FINISHED GRADES WITH BEARING ON UNDISTURBED SOIL. (SEE SITE ENGINEERING DRAWINGS BY H-STAR ENGINEERING)

VERIFY EACH DWELLING UNIT'S SPECIFIC GARAGE DOOR ROUGH DROP ELEV. WITH SITE ENGINEERING PLAN DRIVEWAY GRADE

BOTTOM OF FOOTING

1'-0

"


10"

6" Garage Slab over compacted gravel or stone

4'-0

" Min

.

5"

3"

(2) #4 re-bar set horizontal ± 18"

BOTTOM OF FOOTING

(2) #4 re-bar set cont. horizontal 1.5" clear to face of wall (TYP.)

12"

Beveled 2x4 key-way


Dampproofing

± GRADE ORTOP OF PAVING

24"

Continuous 24" x 12" footing on undisturbed soil

4"

10"

HIGH GRADE4"

Double P.T. 2x6 sill w/ 1/2" Ø anchor bolts @ 48" o.c. & sill seal (Typ.)4" x 6" inside shelf for 4" slab support2"x24" rigid insulation cont. along all perimeter exterior walls

(2) #4 re-bar set horizontal

± 18"

3"

(MIN

.)

Zip-system sealant over exposed edge of sheathing

TYPICAL FOUNDATION WALL DETAILScale: 3/4" = 1'-0"

A


GARAGE DOOR FOUNDATION WALL DETAILScale: 3/4" = 1'-0"

B

TOP OF 4" SLAB

4'-0

"8"

MIN

.

6"

Beveled 2x4 key-way


±6"

FOUNDATION NOTES:- All foundation walls shall be min. 10" thick, with 12" x 24" continuous keyed footings at minimum 4'-0" below grade on undisturbed soil.- All foundation walls shall have double 2x6 PT (pressure treated) sills with sill-seal at all wood/concrete joints. Provide 1/2" J- anchor bolts embedded a minimum of 8", set @ 4'-0" o.c. with a minimum of 2 per sill and a maximum of 1'-0" from corners. All anchor bolts must connect both 2x6 sills to the foundation.- All cold joists or joints between pours, provide minimum: #5 bars 16" long set @ 18" o.c. vertical.- Poured slabs shall be 4" 3000 psi concrete on crushed stone.- Foundation concrete shall attain a minimum compressive strength after 28 days of 3000 psi.- All foundation walls shall receive min. 1 coat of asphalt dampproofing over roof cement parged tie-rod holes. - Foundation drainage systems not shown, all required components and engineering provided by others per Unit specific requirements.

CONCRETE SPECIFICATIONS:

CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE (ACI) ACI, (LATEST EDITION), SPECIFICATIONS FOR STRUCTURAL CONCRETE, EXCEPT AS MODIFIED BELOW:CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi @ 28 DAYS AND A MAXIMUM SLUMP OF 5”.CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/4" AND AN AIR-CONTENT OF 5 +/- 1%.REINFORCING STEEL SHALL CONFORM TO ASTM, GRADE 615, GRADE 60.CLEARANCE OF REINFORCING STEEL FROM ADJACENT SURFACES SHALL BE 3” WHEN CASTING AGAINST GROUND AND 2” ELSEWHERE.CONCRETE SHALL BE POURED CONTINUOUSLY WITH NO “COLD JOINTS” AND ADEQUATELY VIBRATED TO PREVENT AIR POCKETS AND HONEYCOMB EFFECTS.

T.O.C. ELV.(TBD PER BUILDING)(T

BD

)

2'-0"

12"

2'-0"

UNIT-UNIT GARAGE DEMISING FOUNDATION WALL DETAILScale: 3/4" = 1'-0"

C

BOTTOM OF FOOTING VARIES PER FIELD CONDITIONS, ALL FOOTINGS MUST BEAR ON UNDISTURBED SOIL (TYP.)

10"

GRIDLINE

2x4 KD over 2x4 P.T. sill w/ sill seal 1/2" Ø anchor bolts @ 4'-0" o.c. exposed 4" (Typ.)

(2) #4 bars cont. horizontalset 1.5" clear of concrete face

Fiberglass sound attenuation batts both 2x4 walls

1-layers 5/8" Type X installed on RC-1 metal channels spaced @ 16" o.c.(SEE WALL DETAIL 1 / A-1)

2 1/2" 2 1/2"

3'-8

1/4

"(±

PE

R F

IELD

)5" 5"

12"

2'-0"

UNIT-UNIT DEMISING FOUNDATION WALL DETAILScale: 3/4" = 1'-0"

D

GRIDLINE

2x4 KD over 2x4 P.T. sill w/ sill seal 1/2" Ø anchor bolts @ 4'-0" o.c. exposed 4" (Typ.)

(2) #4 bars cont. horizontalset 1.5" clear of concrete face

1-layers 5/8" Type X installed on RC-1 metal channels spaced @ 16" o.c.(SEE WALL DETAIL 1 / A-1)

2 1/2" 2 1/2"

3'-8

1/4

"(±

PE

R F

IELD

)

± T.O.W.

3"


3"


3"

10"

4'-0

" Min

.

± T.O.W.

2'-0"

2'-0

"

23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

31'-3

1/2

"

29'-9

1/2

"

1 2 3 4 5 76

1'-6

"

31'-3

1/2

"

29'-9

1/2

"1'

-6"

A

C

B

A

C

B

143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




BATH 1TANKLESSWATER HEATER

FURNACE

1/2 BATH

STACK W&D

2x6

5'-0

"

5'-1

1 1/

2"

8'-8" 8'-8"

DROP T.O.C. DROP T.O.C.

8'-3 1/2" 8'-3 1/2"

36'-0"

8'-8"8'-8"

DROP T.O.C.DROP T.O.C.

8'-3 1/2"8'-3 1/2"

36'-0"

1'-6

"

1'-6

"

2'-1" 2'-1"

23'-10 3/4" 47'-10 3/4"

S-1D

S-1D

S-1D

S-1C

S-1C

S-1A

S-1A

S-1A S-1AS-1AS-1AS-1A S-1AS-1BS-1B S-1BS-1B

S-1AS-1A

S-1AS-1AS-1A

S-1AS-1A

S-1A

S-1A

S-1A

S-1D

S-1D

S-1D

S-1D

S-1D

BUILDING 1 SLAB PLANBUILDING 1UNIT QUANTITY ADDRESS NO.


UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

UNIT D2 BEDROOM

NO. 54 NO. 56 NO. 58 NO. 60

UNIT B1 BEDROOM

NO. 50 (1st FLOOR)

UNIT H3 BEDROOMACCESSIBLE

NO. 64 (1st FLOOR)

UNIT B1 BEDROOM

NO. 52 (2nd FLOOR)

UNIT H

NO. 62 (2nd FLOOR)3 BEDROOM

8'-7

"

14'-0

1/2

"

9'-5 1/4"

8'-1 1/4"

2'-10 1/2"2'-9 3/4"

11'-3

1/2

"

8'-9 1/2"

11'-3

1/2

"

TUBADA Shower

1'-6 3/4"

18" T

O FINIS

H REQ.

2x6

2x6

ADA Sink

AD

A S

ink

ADA Kitchen Sink

11'-4

"

2x6

12'-0"

5'-6

1/2

"

3'-6 1/2"

4'-5 1/2" 21'-8 1/2"

11'-2 1/2"4'-0 1/2"

10'-1

"8'

-2"

13'-0

1/2

"

4'-6 1/4"6'-9"

8'-2

"

2x6

1'-1"15'-8"

18" T

O FINIS

H REQ.

1'-9

"

2x6

5'-0

"

FURNACE


3'-6

"4'

-7"

3'-5

"5'

-11"

5'-3

1/2

"

ALL DIMENSIONS TO STUD FACE AND FACE OF FOUNDATION

3'-8" 33'-10 3/4" 10'-4"

1'-6

3/4

"

10'-0" 8"

11'-0

1/2

"2'

-11"

6'-0

"

10'-5 1/2"

13'-3

1/2

"4'

-11

1/2"

13'-0

1/2

"

(NON ADA BATH)

10'-1

1/4

"6'

-8"

2'-9

"3'

-11"

4'-6"11'-6" 2'-0"

13'-0

1/4

"

5'-4" 3'-3"

10'-1

1/4

"

2'-9

"3'

-11"

4'-6" 11'-6"2'-0"

13'-0

1/4

"

5'-4"3'-3"

10'-1

1/4

"6'

-8"

2'-9

"3'

-11"

4'-6" 11'-6"2'-0"

13'-0

1/4

"

5'-4"3'-3"

10'-1

1/4

"

2'-9

"3'

-11"

4'-6"11'-6" 2'-0"

13'-0

1/4

"

5'-4" 3'-3"

± 20" wide x 10" deep slab(3) #4 Bars ± 3" from bottom(See Section A-A and B-B)

1'-8

"





S-2

3'-4"3'-9"

23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

31'-3

1/2

"

29'-9

1/2

"

1 2 3 4 5 76

1'-6

"

31'-3

1/2

"

29'-9

1/2

"1'

-6"

A

C

B

A

C

B

143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




Add

sin

gle

I-joi

stA

dd s

ingl

e I-j

oist

(1) 1 3/4" x 11 7/8"rim board by LP(no extra I-joist required)

(INS

IDE

FAC

E FR

AM

ING

RO

UG

H)

SECOND FLOOR FRAMING PLAN LEGEND:(1) LVL = Single 1 3/4" x 11 7/8" flush framed LVL(2) LVL = Double 1 3/4" x 11 7/8" flush framed LVLH1: (2) 2x10s Header with 2.5" rigid in between, single jack studs unless otherwise noted.H2: (3) 1 3/4" x 7 1/4" LVL Header, double jack studs unless othewise noted.P1: 5.5 x 5.25 Versa-Lam or PSL postP2: 3.5 x 5.5 Versa-Lam or PSL postP3: 4x4 FIR POSTP4: 4x6 FIR POSTSB: 4x6 SQUASH BLOCK

ALL POSTS: minimize top and bottom toe-nailing for all structural posts, structural posts may have direct bearing to 2x6 bottom plate unless otherwise noted. 4x6 squash blocks must align under all posts to foundation sill or drop LVL beams.

STRUCTURAL NOTES:- Apply double and triple joists where drawn or noted.- Lally columns shall be 3.5" Ø with 5"x7" Springfield plates lag bolted to LVL girders. - All LVL hangers must use 3.5" 16d spikes into LVL beams.- Microlam LVL multiple member beams shall be glued and spiked or screwed together according to manufacturer's specifications (See Typical Bolting/Screws Diagrams). - PSLs may be substituted for multiple LVLs. PSL sizes must be equal or greater to that of the combined LVL size.- Framing lumber shall be min. #2 spruce pine fir.- Notching of any beams shall be prohibited, notching of joists only as permitted per MA code 780 CMR Chapter 36 and/or I-joist manufacturer's specifications. - All sub-floors: 3/4" T&G plywood or 3/4" ADVANTECH glued and nailed 8" o.c.- Exterior sheathing to be 1/2" CDX or OSB 4x8 sheets nailed w/ 6d common @ 8" o.c.- All 3'-0" span or less window and door headers to be min. (2) 2x10s with 2.5" rigid insulation unless otherwise noted (SEE FRAMING PLANS). - Post all engineered lumber beams continuous to load transfer beams or lally columns & foundation walls. Provide post blocking and squash blocks for all LVL point loads whether drawn on framing plan or not.

TYPICAL 3-PLY 1 3/4" x 9 1/2" LVL TYPICAL 3-PLY 1 3/4" x 11 7/8" LVL TYPICAL 3-PLY 1 3/4" x 14" LVL

SECOND FLOOR FRAMING PLAN


S-3

(3) P.T. 2x8s flush beam

Add 2x8 diagonal blocking

P.T. 2x8s @ 16" o.c.

9'-2"

(INS

IDE

FAC

E FR

AM

ING

RO

UG

H)

2x6 squash blocks @ 16" o.c.

Add 11 7/8" Blocking above 2x4 bearing wall

(1) L

VL F

LUSH

H1 H1

H1

(2) 2

x8s

drop

hea

der

(2) 2x8s header

(insi

de fa

ce s

tair

roug

h)

H1

H1

(1) 1 3/4" x 11 7/8"rim board by LP(no extra I-joist required)

(3) P.T. 2x8s flush beam

18'-8"

7'-2

"

Lag bolt P.T. 2x8 ledger with (2) 1/4" x 6" structural screws @ 16" o.c.-add 2x6 blocking at wall studs for Timber-Lok or equal structural screws

12" Ø pier @ 48" below grade, verify undisturbed soil at 48" depth. Bearing up to girder with 6x6 P.T. post w/ galv. post base (Simpson PBS66) fastened to concrete (Typ.)-Fasten post to flush (3) 2x8s beam with (1) Simpson LTS12 strap tie, install to inside face of beam and post

P4P4

AD

D (1

) LVL

FLU

SH

AD

D (1

) LVL

FLU

SH

(1) L

VL F

LUSH

(1) L

VL F

LUSH

STA

RT

16"

o.c.

H2 DBL JACKS

(2) 2

x8s

HD

R

H2 DBL JACKS

(3) 1 3/4" x 9 1/2" LVLDrop header, double 2x6 jacks

Add

2x6

SB

Add 11 7/8" blocking all baysover LVL with nailing into 2x6 plate and sub-floor above

Add

2x6

SB

FLU

SH (2

) LVL

(1) L

VL F

LUSH

Add

2x4

SB

1'-6

"

11 7/8" TJI 230 @ 16" o.c

5'-4" 6'-2 1/2"

Add

(2) 1

2d @

12"

o.c

. nai

ling

into

top

plat

e

(1) 1 1/8" x 11 7/8"rim board (Typ.)

HH

US

5.50

/10

P4 P4

AD

D (1

) LVL

FLU

SH

AD

D (1

) LVL

FLU

SH

(1) L

VL F

LUSH

(1) L

VL F

LUSH

STA

RT

16"

o.c.

H2 DBL JACKS

(2) 2

x8s

HD

R

H2 DBL JACKS

Add

2x6

SB

Add 11 7/8" blocking all baysover LVL with nailing into 2x6 plate and sub-floor above

Add

2x6

SB

FLU

SH (2

) LVL

(1) L

VL F

LUSH

Add

2x4

SB

1'-6

"


11 7/8" TJI 230 @ 16" o.c

5'-4"6'-2 1/2"

Add

(2) 1

2d @

12"

o.c

. nai

ling

into

top

plat

e

Add

(2) 1

2d @

12"

o.c

. nai

ling

into

top

plat

e


(1) 1 1/8" x 11 7/8"rim board (Typ.)

(1) 1 1/8" x 11 7/8"rim board (Typ.)Add

2x8 d

iagon

al blo

cking

3'-8"3'-8"

7'-2

"

Add (2) Simpson HTT4 to reinforce joists to ledger

HH

US

5.50

/10


2'-2 1/2" 2'-2 1/2" 1'-4"1'-4"

3'-9

"12

'-11

1/2"

P.T. 2x8s @ 16" o.c.

(1) 1 3/4" x 11 7/8"rim board by LP(see details A-1)

3'-9

"12

'-11

1/2"

LP 1

3/4

" RIM

BR

D

5'-0

1/2

"10

'-4"

(stair landing)

(3) 1

3/4

" x

11 7

/8"

DR

OP

LVL

(3) 1

3/4

" x

11 7

/8"

DR

OP

LVL

(1) 1 3/4" x 11 7/8"rim board by LP(see details A-1)

7'-7"(OUTSIDE FACE FRAMING)


1'-7"1'-7"

STAIR FRAMING NOTE:All stair stringers framed with PT 2x12s @ ± 14" o.c. fasten to end joist with 3/4" PT plywood. All stairs over 12 risers add PT 2x8 sistered to 2x12 stringer.

(3) 1 3/4" x 9 1/2" LVLDrop header, double 2x6 jacks


2x6 squash blocks @ 16" o.c. for deck ledger

H1H1H1


(2) 2

x8s

drop

hea

der

(2) 2x8s header

11 7/8" TJI 230 @ 16" o.c

1'-4"

STA

RT

16"

o.c.

(2) 2x8s header

H1H1H1

Add (2) Simpson HTT4 to reinforce joists to ledger

Add 2x8 diagonal blocking

P.T. 2x8s @ 16" o.c.

9'-4"

Concealed flange hanger at ends (Typ.)

LP 1

3/4

" RIM

BR

D


(SEE UNIT TO RIGHT) (SEE UNIT TO RIGHT)


(1) L

VL F

LUSH

H1

H1

(insi

de fa

ce s

tair

roug

h)

H1

(2) 2x8s header

H1

LP 1

3/4

" RIM

BR

D

H1

H1

H1

4'-1

1"10

'-5 1

/2"

(3) 2x8s drop HDR

11 7/8" TJI 230 @ 16" o.c


(SEE TYP. DECK FRAMING)


8" 8"

15'-4"

Add

sin

gle

I-joi

st

8" 8"

14'-8"

23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

31'-3

1/2

"

29'-9

1/2

"

1 2 3 4 5 76

1'-6

"

31'-3

1/2

"

29'-9

1/2

"1'

-6"

A

C

B

A

C

B

143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




Pul

l Dow

n S

tair

(RO

25.

5" x

54"

)

H1

THIRD FLOOR FRAMING PLAN

S-4

ATTIC FLOOR FRAMING PLANTHIRD FLOOR FRAMING PLANATTIC FLOOR FRAMING PLAN

INS

IDE

FA

CE

OF

RO

UG

H

2x8 rim board(Typ. end unit)

2x8 rim board (Typ.)

2x8s @ 16" o.c(14' STOCK)

Add 2x8 blocking over 2x4 wall

H1

H1 H1 H1

H1

(3) 2x4s

(1) LVL FLUSH

1 1/

8" R

IM B

RD

Double 2x6 jacks(Typ. all kitchen sink windows)

Double 2x6 jacks(Typ. all slider doors)

(2) 1 3/4" x 7 1/4"LVL drop header

H1

H1

1'-0"1'-4"1'-4"1'-4"

10 3/4"

1'-0

"

2x4

2x4

Add

3/4

" fill

er to

web

of I

-jois

t

H1 (single jacks)

FLUSH (1) 1 3/4" x 9 1/2" LVLDouble 2x6 jacks with squash blocks at rim board below, use Simpson 1.5" 10d hanger nails

1'-4" 1'-4"1'-4" 1'-4" 1'-4"1'-4" 1'-3"1'-0"

Double

9"

9'-5

1/2

"

(3) 2x4s

(1) LVL FLUSH

1 1/

8" R

IM B

RD

Double 2x6 jacks(Typ. all kitchen sink windows)

Double 2x6 jacks(Typ. all slider doors)

(2) 1 3/4" x 7 1/4"LVL drop header

H1

H1

1'-0" 1'-4" 1'-4" 1'-4"

10 3/4"

1'-0

"

2x4

2x4

Add

3/4

" fill

er to

web

of I

-jois

t

H1 (single jacks)

1'-4"1'-4" 1'-4"1'-4"1'-4" 1'-4"

@ 16" o.c

Double

Double

1'-3" 1'-0"

Double

9"

3'-4"

13'-0

1/4

"3'

-5 1

/2"

13'-3

3/4

"

@ 16" o.c

LP 1

3/4

" RIM

BR

D

(2) 1 3/4" x 7 1/4" LVL drop headers, double 2x4 jacks each end bearing with SB to LVL below

3'-9

"9'

-5 1

/2" TJI 230 9 1/2" I-JOISTS TJI 230 9 1/2" I-JOISTS

13'-0

1/4

"3'

-5 1

/2"

13'-3

3/4

"

Double

Double

2x8

bloc

king

@ ±

48"

o.c

.



1'-7"1'-7"

1'-6

"


H1 H1

THIRD FLOOR FRAMING PLAN LEGEND:(1) LVL = Single 1 3/4" x 9 1/2" flush framed LVL(2) LVL = Double 1 3/4" x 9 1/2" flush framed LVLH1: (2) 2x8s Header with 2.5" rigid in between, single jack studsH2: (3) 1 3/4" x 7 1/4" LVL Header, double jack studs unless othewise noted.P1: 5.5 x 5.25 Versa-Lam or PSL postP2: 3.5 x 5.5 Versa-Lam or PSL postP3: 4x4 FIR POSTP4: 4x6 FIR POSTSB: 4x6 SQUASH BLOCK

ALL POSTS: minimize top and bottom toe-nailing for all structural posts, structural posts may have direct bearing to 2x6 bottom plate unless otherwise noted. 4x6 squash blocks must align under all posts to foundation sill or drop LVL beams.

Pul

l Dow

n S

tair

(RO

25.

5" x

54"

)


(2) 2x8s drop HDR


(2) 2x8s flush

(2) 2x8s flush

H1

1 3/

4" R

IM B

RD

(2) 2x8s drop HDR

2x8s @ 16" o.c(20' STOCK)

3'-9

"

3'-4"


2x8 rim board(Typ. end unit)


H1

H1


(2) 2x8s drop HDR

(3) 2x8s flush

(2) 2x8s flush

H1

H1 H1 H1

1 3/

4" R

IM B

RD

H1

2x8s @ 16" o.c

(14' STOCK)


(20' STOCK)

2x8s @ 16" o.c

1'-6

"

23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

31'-3

1/2

"

29'-9

1/2

"

1 2 3 4 5 76

1'-6

"

31'-3

1/2

"

29'-9

1/2

"1'

-6"

A

C

B

A

C

B

143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




1/2" Fire treated plywood roof sheathing(min. 4'-0" each side of centerline including any overlay framed roofs)


15'-7

3/4

"15

'-7 3

/4"

Simpson H-8s @ 16" o.c. fill all nailing holes with 1.5" 10d

2x12 RIDGE

2x10s @ 16" o.c.

2x10s @ 16" o.c.


1/2" Fire treated plywood roof sheathing(min. 4'-0" each side of centerline including any overlay framed roofs)4'-0"

2x6 Collar Ties @ 32" o.c.

4'-0"

ATTIC FLOOR FRAMING PLAN

ATTIC FLOOR FRAMING PLAN

S-5

ROOF FRAMING PLAN

1'-6

"



(2) 2

x8s

drop

hea

ders

si

ngle

2x4

jack

s (T

yp.)

FLUSH (2) 1 3/4" x 7 1/4" LVLDouble 2x6 jacks

2x8s @ 16" o.c.(18' STOCK)

(14' STOCK)

(2) 2x8s with 2.5" rigidheader single jacks (Typ.)


2x8s @ 16" o.c.

1 3/

4" R

IM B

RD

(3) 2x8s with 1" rigidheader single jacks

1'-4"

(2) 2

x8s

drop

hea

ders

si

ngle

2x4

jack

s (T

yp.)


2x8s @ 16" o.c.(18' STOCK)

(14' STOCK)


(1) 2x8 rim brd (Typ.)

2x8s @ 16" o.c.

(3) 2x8s with 1" rigidheader single jacks

1 3/

4" R

IM B

RD

2x8 rim board

Double

Double

Double

Double



1'-7" 1'-7"

1'-6

"

2x8

bloc

king

@ ±

48"

o.c

.

Add 2x8 blockingAdd 2x8 blocking

1 3/

4" R

IM B

RD

2x8

bloc

king

@ ±

48"

o.c

.1

3/4"

RIM

BR

D



1'-4"

STA

RT

16"

o.c.

2x12 RIDGE


ROOF FRAMING PLAN

2x12 RIDGE

4'-0"


4'-0"Simpson H-8s @ 16" o.c. fill all nailing holes with 1.5" 10d

1'-4"

2x10s @ 16" o.c.

STA

RT

16"

o.c.

1 3/

4" R

IM B

RD

2x10s @ 16" o.c.

GENERAL ROOF FRAMING NOTES:-CHELMSFORD MIN. FLAT ROOF SNOW LOAD = 30 LBS PER SQ FT PER 9th ED. MASS AMENDMENTS TABLE R301.2(4). ALL ROOFS DESIGNED TO EXCEED THIS MINIMUM SNOW LOAD.-ALL ROOF RAFTERS: 2x10s @ 16" o.c. (UNLESS OTHERWISE NOTED)-SLEEPERS FOR OVERLAY FRAMING SHALL BE MIN. 1x10 SPRING BOARD STOCK OR 2x10s. SHORT SPAN OVERLAY ROOFS USE 2x8s @ 16" o.c.-ALL 2x12 RIDGES INSTALL min. 2x6 or 1x8 COLLAR TIES @ 32" o.c. @ ± 20" FROM BOTTOM OF RIDGE OR PER FRAMING PLANS AND CROSS SECTIONS.

23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

31'-3

1/2

"

29'-9

1/2

"

1 2 3 4 5 76

1'-6

"

31'-3

1/2

"

29'-9

1/2

"1'

-6"

A

C

B

A

C

B

143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arc

hite

cts.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




ROOF FRAMING PLAN

S-6

2x12 RIDGE

2x10s @ 16" o.c.

2x10s @ 16" o.c.

2x12 RIDGE

2x10s @ 16" o.c.

2x10s @ 16" o.c.





ROOF FRAMING PLAN

4'-0" 4'-0"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"8"4'-0" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-0"

Align rafters with 2x4 inside stud face for continuous 5/8" Type X GWB tight up to underside of roof sheathing(TYP. all conditions)

(20' STOCK)

(20' STOCK)


GENERAL ROOF FRAMING NOTES:-CHELMSFORD MIN. FLAT ROOF SNOW LOAD = 30 LBS PER SQ FT PER 9th ED. MASS AMENDMENTS TABLE R301.2(4). ALL ROOFS DESIGNED TO EXCEED THIS MINIMUM SNOW LOAD.-ALL ROOF RAFTERS: 2x10s @ 16" o.c. (UNLESS OTHERWISE NOTED)-SLEEPERS FOR OVERLAY FRAMING SHALL BE MIN. 1x10 SPRING BOARD STOCK OR 2x10s. SHORT SPAN OVERLAY ROOFS USE 2x8s @ 16" o.c.-ALL 2x12 RIDGES INSTALL min. 2x6 or 1x8 COLLAR TIES @ 32" o.c. @ ± 20" FROM BOTTOM OF RIDGE OR PER FRAMING PLANS AND CROSS SECTIONS.


29'-9

1/2

"

14'-1

0 3/

4"14

'-10

3/4"

23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

31'-3

1/2

"

29'-9

1/2

"

1 2 3 4 5 76

1'-6

"

31'-3

1/2

"

29'-9

1/2

"1'

-6"

A

C

B

A

C

B

143'-9 1/2"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

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she

et

are

and

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l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

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eof s

hall

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or u

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in c

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an th

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out t

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xpre

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know

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t of R

DK

Arch

itect

s.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




See L-2 detail below (Typ.)

7/16" OSB sheathing, sheets oriented horizontal, full coverage bottom to top plate, joists above provided with solid 11 7/8" LVL blocking. See L-1 detail below.

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD


HD HD

HD HDHD

HD — SIMPSON HDU5-SDS2.5 HOLD-DOWN

HD HD HD HD

SHEATHING SET HORIZONTAL TO FULLY BRIDGE UNIT CENTERLINE, BREAK HORIZONTAL SEAM MIN. 3" ABOVE START OF 11 7/8" RIM BOARD

SEE L-3 DETAIL BELOW. SHEATHING SET HORIZONTAL TO FULLY BRIDGE UNIT CENTERLINE. BREAK HORIZONTAL SEAM MIN. 3" ABOVE START OF 11 7/8" RIM BOARD


HD

HD

HD


HD

HD


HD

HD HD

HD


HDHDHD HD

HD HD

HDHD


FIRST FLOOR SHEAR WALLS

S-7

23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

31'-3

1/2

"

29'-9

1/2

"

1 2 3 4 5 76

1'-6

"

31'-3

1/2

"

29'-9

1/2

"1'

-6"

A

C

B

A

C

B

143'-9 1/2"

FIRST FLOOR SHEAR WALLS & HOLD-DOWNS PLANNOTE: SEE DETAIL 1 SHEET A-1 FOR FIRE RATED PARTY WALL DESIGN WHICH ALSO SERVES AS FRONT-TO-BACK SHEAR WALL. PROVIDE ADDITONAL HOLD-DOWNS PER THIS PLAN

SEE L-3 DETAIL BELOW. SHEATHING SET HORIZONTAL TO FULLY BRIDGE UNIT CENTERLINE. BREAK HORIZONTAL SEAM MIN. 3" ABOVE START OF 11 7/8" RIM BOARD





(2) PT 2x6 SILL OVER SILL-SEAL SET CONTINUOUS (OMIT 2" AIR SPACE). PROVIDE SMOOTH TOP SURFACE OF CONCRETE FOR SOLID 100% 2X6 CONTACT

TYPICAL INTERIOR SHEAR WALL DETAILS HOLD-DOWN DETAIL AT UNIT-TO-UNIT SHEAR AND FIRE WALL

APPROX. LOCATION 7/16" LP OSB SHEATHING SEAM ALONG 1.75" LSL OR LVL RIM BOARD. AT SECOND WALL TO BE BUILT, USE 3" 10d ± 6" o.c. NAILING THROUGH LVL / LSL INTO SHEATHING. INSTALL CONTINUOUS MINERAL WOOL FIRE BLOCKING PER DETAIL 1 SHEET A-1 PRIOR TO PUSHING WALL UP.

1 3/4" LVL or LSL BLOCKING @ HOLD-DOWN

SECTION THROUGH DOUBLE 2x4 SHEAR WALL

(1)-2x6 JACKS AND 1-2x6 KING STUD AT CENTER(MATCH FOR OPPOSITE SIDE OF CENTLER LINE)

FASTEN SHEATHING TO HEADER WITH 3" o.c. GRID OF 8d NAILS AND 3" o.c. IN ALL STUDS AND PLATES (TYP.)

LATERAL BRACING FRAMING NOTES:1. THE STRUCTURAL DESIGN OF THIS BUILDING WAS PERFORMED IN COMPLIANCE WITH THE 2015 IBC AND MSBC.

2. FRAMING COMPONENTS AND FASTENERS AS IDENTIFIED IN THESE DRAWINGS AND NOTES ADEQUATELY RESIST THE LATERAL LOAD REQUIREMENTS AS DEFINED BY THE INTERNATIONAL BUILDING CODE AND MASSACHUSETTS STATE BUILDING CODE.

3. ALL EXTERIOR WALLS TO FOLLOW SHEARWALL SHEATHING CRITERIA.

4. SHEARWALLS CONSTRUCTION:· SHEATHING TO BE MIN. 7/16" OSB WALL SHEATHING· SHEATHING TO BE ATTACHED TO THE WALL STUDS WITH 8d NAILS @ 4" o.c. AROUND EDGES & 8" o.c. IN FIELDS.· HOLDDOWNS TO BE HDU5 BY SIMPSON, SEE SPEC FOR CONNECTION· THREADED RODS TO BE 5/8" Ø.

5. ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH DIMENSIONAL LUMBER OF THE SAME SIZE AS THE WALL STUDS.

6. REFER TO PLANS AND SECTIONS FOR STUD SIZES, ALL STUDS SHALL BE SPACED AT 16" o.c. UNLESS NOTED OTHERWISE ON PLAN.

7. CARE SHOULD BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS TO NOT OVER DRIVE NAILS INTO PLYWOOD OR OSB. NAIL HEADS SHALL BE FLUSH WITH SHEATHING FACE, OVER DRIVING NAILS GREATLY REDUCES THE EFFECTIVENESS OF THE SHEARWALL.

UPPER HOLD-DOWNFASTENED TO (2) 2x4s

(LOCATION PER PLAN)

5/8" Ø THREADED ROD (TYP.)

FASTEN (2) 2x6 PT SILL WITH 1/2" Ø x 10" SIMPSON TITEN HD CONCRETE SCREWS (1) @ 16" O.C. (TYP.)

BLOCK ALL SEAMS

(LOCATION PER PLAN)

5/8" Ø GALV. THREADED ROD WITH 7.5"EPOXY EMBEDDED INTO FOOTING

(TYP. ALL SLABS AND FOUNDATIONS)

(1) LVL BLOCKING ABOVE WALLREQUIRED ALL JOIST BAYS OVER SHEARWALL, FASTEN EACH LVL WITH (2) 1/4"x5"

TIMBER-LOK STRUCRTURAL SCREWS

RUN 7/16" OSB SHEATHING TIGHT TO UNDERSIDE OF I-JOISTS

L-2SCALE 3/4" = 1'-0"

L-1SCALE 3/4" = 1'-0"

7 1/

2"

3"

2"3 1/2" 3 1/2"

9"

LOWER HOLD-DOWNFASTENDED TO (2) 2x4s (LOCATION PER PLAN)

SIMPSON HDU5-SDS2.5

SIMPSON HDU5-SDS2.5

SIMPSON HDU5-SDS2.5(TO DOUBLE 2x6)

PORTAL FRAMING DETAILS AT GARAGE DOORSL-3SCALE 3/4" = 1'-0"

SIMPSON MSTA24 STRAPUSE 3" 12D ALL PROVIDED NAILING HOLES

2-2x6 JACKS / HEADER POST

2x6 BLOCKING AT SHEATHING SEAM

LVL HEADER PER PLAN

SIMPSON HDU5-SDS2.5

9"

SOLID BLOCKING BETWEEN JOISTS ABOVE PORTAL FRAME, USE 1.75" x 11 7/8" LSL RIM BOARD

9"

4'-0

"

START FULL SHEET 4X8 SHEATHING

6"Cantilever LVL at bump-outs

4x8 SHEATHING SET VERTICAL

(LOCATION PER PLAN)

(14) SIMPSON SDS2.5 screwsinto min. (2) 2x6 studs

(1) SIMPSON 5/8" Ø THREADED ROD USE SIMPSON SET EPOXY-TIE ANCHORING ADHESIVE PER MANUFACTURE'S INSTRUCTIONS6"

MIN. 6" EMBEDDED

DOUBLE 2x4 STUD (TYP.)


CL

8'-0"

1" 1"

2" CLEAR FOR FIRE WALL CAVITY, RUN 7/16" FIRE TREATED OSB TIGHT TO INSIDE FACE OF EXTERIOR SHEATHING. EXTERIOR SHEATHING TO FULLY BRIDGE UNIT-UNIT CENTERLINE FROM FOUNDATION TO RAFTER PLATE.

2"

2"

3'-2"

1"x12" ROXUL MINERAL WOOL FIRE-BLOCKING CONTINUOUS ALONG RIM BOARD (TYP. ALL FLOORS INCLUDING ATTIC)

WOOD OR METAL STRAPPING (TYP.)

2'-1"





1/4" = 1'-0"



BUILDING 1

BERGLUND HOMES

The

arch

itect

ural

pla

ns, d

raw

ings

, des

igns

, sp

ecifi

catio

ns a

nd o

ther

arra

ngem

ents

on

this

she

et

are

and

shal

l rem

ain

the

prop

erty

of R

DK

Arch

itect

s.

No

part

ther

eof s

hall

be c

opie

d, d

iscl

osed

to o

ther

s,

or u

sed

in c

onne

ctio

n w

ith a

ny w

ork

or p

roje

ct, o

ther

th

an th

e sp

ecifi

ed p

roje

ct fo

r whi

ch th

ey h

ave

been

pr

epar

ed a

nd d

evel

oped

, with

out t

he e

xpre

ss

know

ledg

e an

d w

ritte

n co

nsen

t of R

DK

Arch

itect

s.

FEBRUARY 6, 2020

(SET TOTAL: A-1 - A-10 + S-1 - S-8)




HD

HD HD HD

HD

HDHD

SHEATHING SET HORIZONTAL TO FULLY BRIDGE UNIT CENTERLINE, BREAK HORIZONTAL SEAM MIN. 3" ABOVE START OF 3rd FLOOR RIM BOARD.

HD — SIMPSON HDU5-SDS2.5 HOLD-DOWNSHEATHING SET HORIZONTAL TO FULLY BRIDGE UNIT CENTERLINE, BREAK HORIZONTAL SEAM MIN. 3" ABOVE START OF 3rd FLOOR RIM BOARD.

SHEATHING SET HORIZONTAL TO FULLY BRIDGE UNIT CENTERLINE, BREAK HORIZONTAL SEAM MIN. 3" ABOVE START OF 3rd FLOOR RIM BOARD.

HD HD HD

HD HD HD

SHEATHING SET HORIZONTAL TO FULLY BRIDGE UNIT CENTERLINE, START HORIZONTAL SEAM MIN. 3" BELOW START OF ATTIC FLOOR RIM BOARD.

HD HD HD

SECOND AND THIRD FLOOR SHEAR WALLS

S-8

23'-10 3/4" 18'-0" 18'-0" 18'-0" 18'-0" 47'-10 3/4"

1 2 3 4 5 76143'-9 1/2"


SECOND FLOOR SHEAR WALLS & HOLD-DOWNS PLAN

THIRD FLOOR SHEAR WALLS & HOLD-DOWNS PLAN

NOTE: SEE DETAIL 1 SHEET A-1 FOR FIRE RATED PARTY WALL DESIGN WHICH ALSO SERVES AS FRONT-TO-BACK SHEAR WALL. PROVIDE ADDITONAL HOLD-DOWNS PER THIS PLAN

NOTE: SEE DETAIL 1 SHEET A-1 FOR FIRE RATED PARTY WALL DESIGN WHICH ALSO SERVES AS FRONT-TO-BACK SHEAR WALL. PROVIDE ADDITONAL HOLD-DOWNS PER THIS PLAN

See L-2 detail below (Typ.)See L-2 detail below (Typ.)




SHEATHING SET HORIZONTAL TO FULLY BRIDGE UNIT CENTERLINE, START HORIZONTAL SEAM MIN. 3" BELOW START OF ATTIC FLOOR RIM BOARD.

(2) PT 2x6 SILL OVER SILL-SEAL SET CONTINUOUS (OMIT 2" AIR SPACE). PROVIDE SMOOTH TOP SURFACE OF CONCRETE FOR SOLID 100% 2X6 CONTACT

TYPICAL INTERIOR SHEAR WALL DETAILS HOLD-DOWN DETAIL AT UNIT-TO-UNIT SHEAR AND FIRE WALL

APPROX. LOCATION 7/16" LP OSB SHEATHING SEAM ALONG 1.75" LSL OR LVL RIM BOARD. AT SECOND WALL TO BE BUILT, USE 3" 10d ± 6" o.c. NAILING THROUGH LVL / LSL INTO SHEATHING. INSTALL CONTINUOUS MINERAL WOOL FIRE BLOCKING PER DETAIL 1 SHEET A-1 PRIOR TO PUSHING WALL UP.

1 3/4" LVL or LSL BLOCKING @ HOLD-DOWN

SECTION THROUGH DOUBLE 2x4 SHEAR WALL

(1)-2x6 JACKS AND 1-2x6 KING STUD AT CENTER(MATCH FOR OPPOSITE SIDE OF CENTLER LINE)

FASTEN SHEATHING TO HEADER WITH 3" o.c. GRID OF 8d NAILS AND 3" o.c. IN ALL STUDS AND PLATES (TYP.)

LATERAL BRACING FRAMING NOTES:1. THE STRUCTURAL DESIGN OF THIS BUILDING WAS PERFORMED IN COMPLIANCE WITH THE 2015 IBC AND MSBC.

2. FRAMING COMPONENTS AND FASTENERS AS IDENTIFIED IN THESE DRAWINGS AND NOTES ADEQUATELY RESIST THE LATERAL LOAD REQUIREMENTS AS DEFINED BY THE INTERNATIONAL BUILDING CODE AND MASSACHUSETTS STATE BUILDING CODE.

3. ALL EXTERIOR WALLS TO FOLLOW SHEARWALL SHEATHING CRITERIA.

4. SHEARWALLS CONSTRUCTION:· SHEATHING TO BE MIN. 7/16" OSB WALL SHEATHING· SHEATHING TO BE ATTACHED TO THE WALL STUDS WITH 8d NAILS @ 4" o.c. AROUND EDGES & 8" o.c. IN FIELDS.· HOLDDOWNS TO BE HDU5 BY SIMPSON, SEE SPEC FOR CONNECTION· THREADED RODS TO BE 5/8" Ø.

5. ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH DIMENSIONAL LUMBER OF THE SAME SIZE AS THE WALL STUDS.

6. REFER TO PLANS AND SECTIONS FOR STUD SIZES, ALL STUDS SHALL BE SPACED AT 16" o.c. UNLESS NOTED OTHERWISE ON PLAN.

7. CARE SHOULD BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS TO NOT OVER DRIVE NAILS INTO PLYWOOD OR OSB. NAIL HEADS SHALL BE FLUSH WITH SHEATHING FACE, OVER DRIVING NAILS GREATLY REDUCES THE EFFECTIVENESS OF THE SHEARWALL.

UPPER HOLD-DOWNFASTENED TO (2) 2x4s

(LOCATION PER PLAN)

5/8" Ø THREADED ROD (TYP.)

FASTEN (2) 2x6 PT SILL WITH 1/2" Ø x 10" SIMPSON TITEN HD CONCRETE SCREWS (1) @ 16" O.C. (TYP.)

BLOCK ALL SEAMS

(LOCATION PER PLAN)

5/8" Ø GALV. THREADED ROD WITH 7.5"EPOXY EMBEDDED INTO FOOTING

(TYP. ALL SLABS AND FOUNDATIONS)

(1) LVL BLOCKING ABOVE WALLREQUIRED ALL JOIST BAYS OVER SHEARWALL, FASTEN EACH LVL WITH (2) 1/4"x5"

TIMBER-LOK STRUCRTURAL SCREWS

RUN 7/16" OSB SHEATHING TIGHT TO UNDERSIDE OF I-JOISTS

L-2SCALE 3/4" = 1'-0"

L-1SCALE 3/4" = 1'-0"

7 1/

2"

3"

2"3 1/2" 3 1/2"

9"

LOWER HOLD-DOWNFASTENDED TO (2) 2x4s (LOCATION PER PLAN)

SIMPSON HDU5-SDS2.5

SIMPSON HDU5-SDS2.5

SIMPSON HDU5-SDS2.5(TO DOUBLE 2x6)

PORTAL FRAMING DETAILS AT GARAGE DOORSL-3SCALE 3/4" = 1'-0"

SIMPSON MSTA24 STRAPUSE 3" 12D ALL PROVIDED NAILING HOLES

2-2x6 JACKS / HEADER POST

2x6 BLOCKING AT SHEATHING SEAM

LVL HEADER PER PLAN

SIMPSON HDU5-SDS2.5

9"

SOLID BLOCKING BETWEEN JOISTS ABOVE PORTAL FRAME, USE 1.75" x 11 7/8" LSL RIM BOARD

9"

4'-0

"

START FULL SHEET 4X8 SHEATHING

6"Cantilever LVL at bump-outs

4x8 SHEATHING SET VERTICAL

(LOCATION PER PLAN)

(14) SIMPSON SDS2.5 screwsinto min. (2) 2x6 studs

(1) SIMPSON 5/8" Ø THREADED ROD USE SIMPSON SET EPOXY-TIE ANCHORING ADHESIVE PER MANUFACTURE'S INSTRUCTIONS6"

MIN. 6" EMBEDDED



CL

8'-0"

1" 1"

2" CLEAR FOR FIRE WALL CAVITY, RUN 7/16" FIRE TREATED OSB TIGHT TO INSIDE FACE OF EXTERIOR SHEATHING. EXTERIOR SHEATHING TO FULLY BRIDGE UNIT-UNIT CENTERLINE FROM FOUNDATION TO RAFTER PLATE.

2"

2"

3'-2"

1"x12" ROXUL MINERAL WOOL FIRE-BLOCKING CONTINUOUS ALONG RIM BOARD (TYP. ALL FLOORS INCLUDING ATTIC)

WOOD OR METAL STRAPPING (TYP.)

2'-1"

Documents

Pineview RDK PERMIT BLDG 1 FEB 6, 2020Feb 06, 2020 · RDK Architects. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other